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Home My WebLink About1259-1SEWER IMPROVEMENT PLANS FOR TRACT NO. 12810 � 1 , 2 &3 BASE LINE AVE. I i .Sx w -; � � , Q ` � 1 4 'W I M/GLER TR /28/0 - �oUrvr�.g,ey TA. /28/0 - 9 TR . %26/0 - 3 TR. /99/0-z, V/C/N/TY bfAP NOT TO SCALE %Q. TR /M/0-/7 �'WNI--2,4'�Zy, 911EE 7 A&? . T,e io906-2 //UD,FX lVo4o NOT TO 5'e,4L A' r- 1 C`✓ ��i��%/VO• �v ❑ //VD �C,�17ES Sy�ET NU/YI�sEiP TR. /2elo- .3 6''�l/C ---�- /ND/C�I7'�'S B IYCP 5'Elt/ER lYI/IlN INDICA TS S. 5E Wei? IW A7/Y NOL F Tw. /28/Q - 2 Tib /2810 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SAFETY RESPONSIBILITY EXISTING UNDERGROUND STRUCTURES Contractor agrees that he shall assume sole and complete responsi- The existence and location of any underground pipes or structures bility for job site conditions during the course of construction of shown on these plans was obtained by a search of available records. this project, including safety of all persons and property, that To the best of our knowledge there are no existing utilities except the requirements shall apply continuously and not be limited to I as shown on these plans. The Contractor is required to take due normal wnrking hours; and that the Contractor shall defend, indEm- precautionary measures to protect the existing utility lines and any nify and hold the Owner and the Engineer harmless from any and all lines not of record or not shown on these plans. ` L iability, real or alleged, in connection with the performance of work on this project, excepting for liability arising from the sole neg- ligence of the Owner or the Engineer. GENERAL NOTES: 1 . All work and materials shall comply with the specifications and standard plans of the City of Fontana, Public Works Department dated 1975. 2. A 4" V.C.P. house lateral shall be constructed to each lot per Fontana standards. Each 1 ateral shall terminate at the property line with a 4 x 4 V.C.P. Wye with the Wye branch up. 3. Backfill to be in 8" lifts if trench bottom and sides have an S.E. less than 20. 4. Stomping of backfill permitted in 3" lifts. 5. All materials & methods of construction to be subject to approval of the City Engineer or his representative. 6. Backfill material to have S.E. of 30 (Min.) 7. All backfill to be certified by a soils engineer. 8. Inspection to be called for through the City of Fontana (714- 823-3411) 24 hours prior to starting work. 9. All utility companies to be given 48 hours notice prior to working around their facilities. 10. The contractor shall keep a strict record of the location of all Wyes , Tees, and sewer lateral stubs. Such records shall be the property of the City of Fontana upon completion of the contract. Strict adherence to the requirements of this paragraph shall be imposed. 11 . M-Inhate ?!rav"es f; Covers Shall be £ohs1'ruczeal 6" 6e(ow //niched PoLvevnen t Grade bk e 5'ewe r co »trac dor and shall he a\ jested -60 rrrade by 1,he toavfry Co»tracEo& after-Ae CbmpeeZeorn. o� /�;6," , 12. All utilities shall be installed, tested and approved prior to paving. 13. Prior to construction the contractor shall obtain permits from the City of Fontana Public Works Department. 14. If ony existing utilities or any other facilities conflict with the proposed improvements, work shall stop and the engineer notified immediately of this situation. 15. All existing elevations pertaining to proposed connections to existing utilities shall be verified by the contractor. Any deviation the engineer shall be notified immediately. 16. Sewer contractor shall stamp an "S" on the curb at each house lateral location. 17. Adequate stakes shall be set by the engineer to enable the con- tractor to construct the work to the plan grades. 18. All sanitary sewers shall be constructed of bell and spigot type vitrified clay pipe except as noted. 19. During excavation and construction of the sewer, the contrac- tor shall bear the responsibility for dust and sand control. 20. "House Connection Sewer or House Lateral Sewer" shall mean a branch sewer laid between the sewer main and the property line. 21. All house connection sewer for single family residential use, shall be four (4) inches in diameter unless otherwise provided. 22. All manholes and cleanouts shall be fitted with standard frame and covers as specified on the plans. Manholes may be either of brick or precast concrete as specified on the drawings. 23, As 13adt Plans Shaft be P-rov,,'ded eo 6 e Civ /.3;i -zl-he CortYacfor. TY�'/CAL NOT /v 9CAG e 51ZF SECECTFD N9 rIVE" _ _- V DING CoiY19V7EP'To 9Ma CONSTRUCTION NOTES & ESTIMATED QUANTITIES •P//As� _j P�/ASE'/%/ TOT�G CONST. DESCRIPTION NOTE N0. QUANTITY UNIT ¢¢ 76 SEWER , 10--- CONST. 8" V.C.P. SEWER MAIN¢¢7�o 760 L•f' 1127 L.F L. f O__ CONST. 4" V.C.P. SEWER LATERAL2920 /3 E•R DATE DESCRIPTION 3�- CONST. SEWER MANHOLE PER ST D.D.WG. 112 S�EN��.c ��/��ln/� CHECKED: J • T• JUAN a- lAISTALL B" PLUG 5a-- CONST. 8" STUB OUT DWG. NO. SCALE: A3 SHOWN 01�:�-IIY5,7,00pzz 8" SEINERTERMINAL C[�'A/VUUT PER STD. /Z8----vPE�"!OliE" 0 AND ✓D/N l!C. P. 3 1 6 EA. 6A. NOTE .moi �S7-/M�9� 7 -HE 8�!G./.�✓�Y�/C-�. "A//V �INT/TyT �UT/OiY �I N/.7 ✓�C-�. A VENUE:. ,1 7- O� �✓/iM� �9��V �n��'GTS 7-/M/A/Cr /N IAE��L.f17-/�iV 777 THS ��J../E�T�MfiY M�9K"E ✓�W��. GtJNST,eUGT/nN /Nf1LME�� ie.. 7Ff�:��'E ��NS U/tlN��EG✓SA may' 6?ZIANT/T/z�"✓ �✓-HA LL TH/S fl7S�H�1✓� SEWER IMPROVEMENT PLANS FOR TRACT NO. 12810 � 1 , 2 &3 BASE LINE AVE. I i .Sx w -; � � , Q ` � 1 4 'W I M/GLER TR /28/0 - �oUrvr�.g,ey TA. /28/0 - 9 TR . %26/0 - 3 TR. /99/0-z, V/C/N/TY bfAP NOT TO SCALE %Q. TR /M/0-/7 �'WNI--2,4'�Zy, 911EE 7 A&? . T,e io906-2 //UD,FX lVo4o NOT TO 5'e,4L A' r- 1 C`✓ ��i��%/VO• �v ❑ //VD �C,�17ES Sy�ET NU/YI�sEiP TR. /2elo- .3 6''�l/C ---�- /ND/C�I7'�'S B IYCP 5'Elt/ER lYI/IlN INDICA TS S. 5E Wei? IW A7/Y NOL F Tw. /28/Q - 2 Tib /2810 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SAFETY RESPONSIBILITY EXISTING UNDERGROUND STRUCTURES Contractor agrees that he shall assume sole and complete responsi- The existence and location of any underground pipes or structures bility for job site conditions during the course of construction of shown on these plans was obtained by a search of available records. this project, including safety of all persons and property, that To the best of our knowledge there are no existing utilities except the requirements shall apply continuously and not be limited to I as shown on these plans. The Contractor is required to take due normal wnrking hours; and that the Contractor shall defend, indEm- precautionary measures to protect the existing utility lines and any nify and hold the Owner and the Engineer harmless from any and all lines not of record or not shown on these plans. ` L iability, real or alleged, in connection with the performance of work on this project, excepting for liability arising from the sole neg- ligence of the Owner or the Engineer. GENERAL NOTES: 1 . All work and materials shall comply with the specifications and standard plans of the City of Fontana, Public Works Department dated 1975. 2. A 4" V.C.P. house lateral shall be constructed to each lot per Fontana standards. Each 1 ateral shall terminate at the property line with a 4 x 4 V.C.P. Wye with the Wye branch up. 3. Backfill to be in 8" lifts if trench bottom and sides have an S.E. less than 20. 4. Stomping of backfill permitted in 3" lifts. 5. All materials & methods of construction to be subject to approval of the City Engineer or his representative. 6. Backfill material to have S.E. of 30 (Min.) 7. All backfill to be certified by a soils engineer. 8. Inspection to be called for through the City of Fontana (714- 823-3411) 24 hours prior to starting work. 9. All utility companies to be given 48 hours notice prior to working around their facilities. 10. The contractor shall keep a strict record of the location of all Wyes , Tees, and sewer lateral stubs. Such records shall be the property of the City of Fontana upon completion of the contract. Strict adherence to the requirements of this paragraph shall be imposed. 11 . M-Inhate ?!rav"es f; Covers Shall be £ohs1'ruczeal 6" 6e(ow //niched PoLvevnen t Grade bk e 5'ewe r co »trac dor and shall he a\ jested -60 rrrade by 1,he toavfry Co»tracEo& after-Ae CbmpeeZeorn. o� /�;6," , 12. All utilities shall be installed, tested and approved prior to paving. 13. Prior to construction the contractor shall obtain permits from the City of Fontana Public Works Department. 14. If ony existing utilities or any other facilities conflict with the proposed improvements, work shall stop and the engineer notified immediately of this situation. 15. All existing elevations pertaining to proposed connections to existing utilities shall be verified by the contractor. Any deviation the engineer shall be notified immediately. 16. Sewer contractor shall stamp an "S" on the curb at each house lateral location. 17. Adequate stakes shall be set by the engineer to enable the con- tractor to construct the work to the plan grades. 18. All sanitary sewers shall be constructed of bell and spigot type vitrified clay pipe except as noted. 19. During excavation and construction of the sewer, the contrac- tor shall bear the responsibility for dust and sand control. 20. "House Connection Sewer or House Lateral Sewer" shall mean a branch sewer laid between the sewer main and the property line. 21. All house connection sewer for single family residential use, shall be four (4) inches in diameter unless otherwise provided. 22. All manholes and cleanouts shall be fitted with standard frame and covers as specified on the plans. Manholes may be either of brick or precast concrete as specified on the drawings. 23, As 13adt Plans Shaft be P-rov,,'ded eo 6 e Civ /.3;i -zl-he CortYacfor. TY�'/CAL NOT /v 9CAG e 51ZF SECECTFD N9 rIVE" _ _- V DING CoiY19V7EP'To 9Ma i�h•9.5�' I •P//As� _j P�/ASE'/%/ TOT�G .1404 /2-74 .1799 ¢¢ 76 760 9a2 1127 2 9 20 L. f 3 R E V I S 10 N S DESIGNED: AL..70ELGA-DO DATE DESCRIPTION CHECKED: J • T• JUAN , _- APPROVED:-` DATE. --`� �8S CITY ENGINEER R��`,E. DWG. NO. SCALE: A3 SHOWN 6A. 3 1 2 0 6A. SEWER IMPROVEMENT PLANS FOR TRACT NO. 12810 � 1 , 2 &3 BASE LINE AVE. I i .Sx w -; � � , Q ` � 1 4 'W I M/GLER TR /28/0 - �oUrvr�.g,ey TA. /28/0 - 9 TR . %26/0 - 3 TR. /99/0-z, V/C/N/TY bfAP NOT TO SCALE %Q. TR /M/0-/7 �'WNI--2,4'�Zy, 911EE 7 A&? . T,e io906-2 //UD,FX lVo4o NOT TO 5'e,4L A' r- 1 C`✓ ��i��%/VO• �v ❑ //VD �C,�17ES Sy�ET NU/YI�sEiP TR. /2elo- .3 6''�l/C ---�- /ND/C�I7'�'S B IYCP 5'Elt/ER lYI/IlN INDICA TS S. 5E Wei? IW A7/Y NOL F Tw. /28/Q - 2 Tib /2810 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SAFETY RESPONSIBILITY EXISTING UNDERGROUND STRUCTURES Contractor agrees that he shall assume sole and complete responsi- The existence and location of any underground pipes or structures bility for job site conditions during the course of construction of shown on these plans was obtained by a search of available records. this project, including safety of all persons and property, that To the best of our knowledge there are no existing utilities except the requirements shall apply continuously and not be limited to I as shown on these plans. The Contractor is required to take due normal wnrking hours; and that the Contractor shall defend, indEm- precautionary measures to protect the existing utility lines and any nify and hold the Owner and the Engineer harmless from any and all lines not of record or not shown on these plans. ` L iability, real or alleged, in connection with the performance of work on this project, excepting for liability arising from the sole neg- ligence of the Owner or the Engineer. GENERAL NOTES: 1 . All work and materials shall comply with the specifications and standard plans of the City of Fontana, Public Works Department dated 1975. 2. A 4" V.C.P. house lateral shall be constructed to each lot per Fontana standards. Each 1 ateral shall terminate at the property line with a 4 x 4 V.C.P. Wye with the Wye branch up. 3. Backfill to be in 8" lifts if trench bottom and sides have an S.E. less than 20. 4. Stomping of backfill permitted in 3" lifts. 5. All materials & methods of construction to be subject to approval of the City Engineer or his representative. 6. Backfill material to have S.E. of 30 (Min.) 7. All backfill to be certified by a soils engineer. 8. Inspection to be called for through the City of Fontana (714- 823-3411) 24 hours prior to starting work. 9. All utility companies to be given 48 hours notice prior to working around their facilities. 10. The contractor shall keep a strict record of the location of all Wyes , Tees, and sewer lateral stubs. Such records shall be the property of the City of Fontana upon completion of the contract. Strict adherence to the requirements of this paragraph shall be imposed. 11 . M-Inhate ?!rav"es f; Covers Shall be £ohs1'ruczeal 6" 6e(ow //niched PoLvevnen t Grade bk e 5'ewe r co »trac dor and shall he a\ jested -60 rrrade by 1,he toavfry Co»tracEo& after-Ae CbmpeeZeorn. o� /�;6," , 12. All utilities shall be installed, tested and approved prior to paving. 13. Prior to construction the contractor shall obtain permits from the City of Fontana Public Works Department. 14. If ony existing utilities or any other facilities conflict with the proposed improvements, work shall stop and the engineer notified immediately of this situation. 15. All existing elevations pertaining to proposed connections to existing utilities shall be verified by the contractor. Any deviation the engineer shall be notified immediately. 16. Sewer contractor shall stamp an "S" on the curb at each house lateral location. 17. Adequate stakes shall be set by the engineer to enable the con- tractor to construct the work to the plan grades. 18. All sanitary sewers shall be constructed of bell and spigot type vitrified clay pipe except as noted. 19. During excavation and construction of the sewer, the contrac- tor shall bear the responsibility for dust and sand control. 20. "House Connection Sewer or House Lateral Sewer" shall mean a branch sewer laid between the sewer main and the property line. 21. All house connection sewer for single family residential use, shall be four (4) inches in diameter unless otherwise provided. 22. All manholes and cleanouts shall be fitted with standard frame and covers as specified on the plans. Manholes may be either of brick or precast concrete as specified on the drawings. 23, As 13adt Plans Shaft be P-rov,,'ded eo 6 e Civ /.3;i -zl-he CortYacfor. TY�'/CAL NOT /v 9CAG e 51ZF SECECTFD N9 rIVE" _ _- V DING CoiY19V7EP'To 9Ma 1 pr%c - - 972 Town &Country Road, Orange, California 92668 Telephone (714) 835-4447 A Planning Research Company BASIS OF BEARINGS. . //.en77/2E: 1J /4/`t.7// 7712E-_ G�/�/%��,l�L//�/� �j�i�I �� 1�/� AVzE/U5✓H��/7�7-tel/7A5WORKS n�o�� A/2 3� /�/,DRAWN:SHEET THESEPLANS WHEREPREPARED IN INE OFFICE OF . y64-A6: 8 35-4447 ERVISI OF =HE i9z�d, CITY 0CALIFORNIA PUBLIC D E 71-3194 R.C.E. NO. H. 70 *709. E WER IMPROVEMENT'PLANS - 040 • TRA C T_-_ Na, �de l2t 1, _ ® , NO. OF,7-.3HE ETS BENCH MARK: �Vo. s -o8 �i V/V ,�i�E A I- rH� Ce IIW A, T, :5 -ell IV 49e- VE^/uE AA/O 7"0Ar"AY" A _ �G�J� R E V I S 10 N S DESIGNED: AL..70ELGA-DO DATE DESCRIPTION CHECKED: J • T• JUAN , _- APPROVED:-` DATE. --`� �8S CITY ENGINEER R��`,E. DWG. NO. SCALE: A3 SHOWN 1